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PMT14-01399 i City of Menifee Permit No.: PMT14-01399 29714 HAUN RD. Type: Residential Electrical A:AG rzL MENIFEE, CA 92586 MENIFEE Date Issued: 07/18/2014 PERMIT Site Address: 28839 GALAXY WAY, MENIFEE, CA Parcel Number: 339-362-014 92586 Construction Cost: $16,969.00 Existing Use: Proposed Use: Description of INSTALL ROOF MOUNT SOLAR 16 MODULES, 16 MICRO INVERTERS 4.32KW Work: Owner Contractor JASON &SUSIE MUNSTOCK TED MOUNT 28839 GALAXY WAY 804 N TWIN OAKS VALLEY RD#116 MENIFEE, CA 92586 - SUITE 116 Applicant Phone: 7607436400 TUA DUNHAM License Number: 481870 TED MOUNT 804 N TWIN OAKS VALLEY RD#116 SAN MARCOS, CA 92069 Fee Descriptions Amount($1 Building Permit Issuance 1 27.00 Additional Plan Review Electrical 129 129.07 GREEN FEE 1 1.00 $669.21 The issuance of this permit shall not prevent the building official from thereafter requiring the correction of errors in the plans and specifications or from preventing builiding operations being carried on thereunder when in violation of the Building Code or of any other ordinance of City of Menifee.Except as otherwise stated,a permit for construction under which no work is commenced within six months after issuance,or where the work commenced is suspended or abandoned for six months,shall expire,and fees paid shall be forfeited. AA_Bldg_Permit_Template.rpt Page 1 of 1 City Of Menifee LICENSED DECLARATION I hereby affirm under penalty or perjury that I am licensed under provisions of ❑ I, as owner of the property an exclusively contracting with licensed Chapter 9(commencing with section 7000)of Division 3 of the Business and contractors to construct the project(Section 7044, Business and Professions Professions Co anc)/r1y license is in full We�d eOect. Code:The Contractor's License Law does not apply to an owner of a property License Clas ( (� License No. �` who builds or improves thereon, and who contracts for the projects with a Expires �b Signature, �'"'� licensed contractor(s)pursuant to the Contractors State License Law). WORKERS'COMPENSATION DECLARATION ❑ lam exempt from licensure under the Contractors'State License Law for the ❑ I hereby affirm under penalty of perjury one of the following declarations: following reason: I have and will maintain a certificate of consent of self-insure for workers' By my signature below I acknowledge that, except for my personal residence in compensation,issued by the Director of Industrial Relations as provided for by which I must have resided for at least one year prior to completion of Section 3700 of the Labor Code, for the performance of work for which this improvements covered by this permit, I cannot legally sell a structure that I have permit is issued. built as an owner-building if it has not been constructed in its entirety by licensed Policy# contractors. I understand that a copy of the applicable law, Section 7044 of the Business and Professions Code,is available upon request when this application is section 3700 of the Labor Code, for the performance of the work for which this ❑ have and will maintain workers' compensation insurance, as required submitted or at the following Web site:http•//www leginfo ra.leginfo. .gov/caiaw.html. s permit is issued.My workers'compensation Insurance carrier and policy number are: Property caner or Authorized Agent Date Carrier Expires Policy# i p ❑ By my Signature below, I certify to each of the following: I am the property Name of Agent Phone# owner or authorized to act on the property owner's behalf. I have read this (This section need not be completed if the permit is for application and the information I have provided is correct. I agree to comply one-hundred dollars($100)or less) with all applicable city and county ordinances and state laws relating to building construction.I authorize representatives of this city or county to enter the above- .V certify that in the performance of the work for which this permit is issued, I identified property for the inspection purposes. shall not employ any persons in any manner so as to become subject to the iy � 7 y� workers'compensation laws of California, and agree that if I should become subject to the workers'compensation provisions of Section 3700 of the Labor Property Owner or Authorized Agent L Date Code, I shall forthwith comply with those provisions. D City Business License# Date; 2 1 V �� Applicant; WARNING: FAILURE TO SECURE WORKERS' HAZARDOUS MATERIAL DECLARATION COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS WILL THE APPLICANT OR FUTURE BUILDING ($100,000), IN ADDITION TO THE COST OF COMPENSATION, ❑YES OCCUPANT HANDLE A HAZARDOUS MATERIAL OR A DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE MIXTURE CONTAINING A HAZARDOUS MATERIAL LABOR CODE, INTEREST,AND ATTORNEYS FEES10 GREATEREQUAL TO OR UNTS SPECIFI D ON THE HAZARDOUS MATERIALS ERIALS CONSTRUCTION LENDING AGENCY INFORMATION GUIDE? I hereby affirm that under the penalty of perjury there is a construction lending agency for the performance of the work which this permit is issued (Section WILL THE INTENDED USE OF THE BUILDING BY THE 3097 Civil Code) APPLICANT OR FUTURE BUILDING OCCUPANT REQUIRE Lender's Name ❑YES A PERMIT FOR THE CONSTRUCTION OR MODIFICATION _! FROM THE SOUTH COAST AIR QUALITY MANAGEMENT Lender's Address O DISTRICT(SCAQMD)SEE PERMITTING CHECKLIST FOR GUIDE LINES OWNER BUILDER DECLARATIONS PRINT NAME: I hereby affirm under penally of perjury that I am exempt from the Contractor's License Law for the reason(s)indicated below by the checkmark(s)I have placed LIVES WILL THE PROPOSED BUILDING OR MODIFIED FACILITY next to the applicable item(s)(Section 7031.5. Business and Professions Code: BE WITHIN 1000 FEET OF THE OUTER BOUNDARY OF A Any city or county that requires a permit to construct, alter, improve, demolish, 9'N0 SCHOOL? or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the I HAVE READ THE HAZARDOUS MATERIAL provisions of the Contractor's State License Law (Chapter 9 (commencing with INFORMATION GUIDE AND THE SCAQMD PERMITTING Section 7000)of Division 3 of the Business and Professions Code)or that he or 4 YES she is exempt from Iicensure and the basis for the alleged exemption. Any CHECKLIST. I UNDERSTAND MY REQUIREMENTS violation of Section 7031.5 by any Applicant for a permit subjects the applicant to ❑NO UNDER THE STATE OF CALIFORNIA HEALTH AND SAFETY a civil penalty of not more than($500).) CODE, SCION 25505RIALffE5533POWY AND 25534 CONCERNING HAZARDOUS❑ I, as owner of the property, or my employees with wages as their sole compensation,will 1 ( )all of or( ) porting of the work, and the structure is PROPERTY OW 1�R OR AUTHORIZEDAGENT — not intended or offered for sale.(Section 7044,Business and Professions Code; X`�"<T�1L•-e�-1J. The Contractor's State License Law does not apply to an owner of a property who, through employees' or personal effort, builds or improves the property, provided that the improvements are not intended or offered for sale.If,however, the building or improvement is sold within one year of completion, the Owner- Builder will have the burden of proving that it was not built or improved for the purpose of sale). -{- Pool 1201 Al. Tustin Avenue Ron Lacher, R.C.E. engineering Anaheim, CA 92807 Inc. Fax: (714) 630-6114 Phone: (714) 630-6100 STRUCTURAL ANALYSIS REPORT ft FOR && SOLAR PANEL ADDITION clTy � OF MENIFEE BUILDING AND S PLAN APPROVAL AFE"TPARTMENT THE MUNSTOCK RESIDENCE REVIEWED By 839 Galaxy Way Menifee,-CA;92S8f-386 L//_ �l "Approval of these plans shall DATE/ approval of not be construed to be ,any violation of anypjcvisions of the fede regutationsandordinances. TnyPrcofa apermjtfar,oran jregula until camset 'ai,State nr city pletion, pprF Pans must be kept on the NATURAL ENERGY 804 N. Twin Oaks Valley Rd. 116 San Marcos, CA, 92069 QPo ESS Nq t LA P eho� y�' cam EXP.613012015 CIV1� PA�e q>F OF CA�1F� DESIGN BASED IN ACCORDANCE WITH: C.B.C. 2013 EDITION, ASCE 7-10, AND 2012 NDS 6/11/2014 5:05 PM Page 1 of 13 \\peanasv2\pool\Projects Solar\2014\0975-14 Residential\14-0975 SOLAR PANEL CALCS ©Pool Engineering,Inc.2014 of POOL ENGINEERING INC. By: M.Thompson engineering Location: Menifee, CA,92586-3869 Date: 6/11/2014 ui- [nc. Job# 14-0975 TABLE OF CONTENTS: General Notes 5 Project Data 7 Gravity Loads 9 Lateral Loads 10 Lateral Load Distribution 11 Wind Uplift Anchor Design 12 Summary 13 6/11/2014 5:05 PM Page 3 of 13 \\peanasv2\pool\Projects Solar\2014\0975-14Resldential\14-0975 SOLAR PANEL CALCS ©Pool Engineering,Inc.2014 1 — Poo' POOL ENGINEERING INC. By: M.Thompson engineering Location: Menifee, CA,92586-3869 Date:6/11/2014 inc. Job#14-0975 GENERAL NOTES: 1) REPRESENTATIVES OF POOL ENGINEERING INC.HAVE NOT INSPECTED THE SITE AND ARE RELYING ON INFORMATION PROVIDED BY THE OWNER,ARCHITECT,OR CONTRACTOR TO DETERMINE THE ADEQUACY OF THESE STRUCTURAL CALCULATIONS FOR THE ACTUAL SITE CONDITIONS. 2) THESE STRUCTURAL CALCULATIONS ARE NOT INTENDED TO BE APPLICABLE FOR NON STRUCTURAL ITEMS INCLUDING BUT NOT LIMITED TO ELECTRICAL,WATERPROOFING,OR DRAINAGE. 3) ALL CONSTRUCTION METHODS AND MATERIALS SHALL COMPLY WITH THE 2013 CALIFORNIA BUILDING CODE Al THE 2012 INTERNATIONAL BUILDING CODE WITH STATE AND LOCAL AMENDMENTS.WITH STATE AND LOCAL AMENDMENTS, 4) CONTRACTOR OR OWNER SHALL VERIFY AND IS ULTIMATELY RESPONSIBLE FOR ALL FIELD VERIFIED CONDITIONS AND DIMENSIONS AT THE JOB SITE. 5) THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR THE RESULTS OF ERRORS,DISCREPANCIES,OR OMISSIONS OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION Al FABRICATION OF THE WORK. 6/11/2014 5:05 PM Page 5 of 13 \\peanasv2\pool\Projects Solar\2014\0975-14 Resldential\14-0975 SOLAR PANEL CALCS ©Pool Englneering,Inc.2014 Poo! POOL ENGINEERING INC. By: M.Thompson - _ - engineering Location: Menifee, CA,92586-3869 Date: 6/11/2014 Job#14-0975 PROJECT DATA: Project Location: 28839 Galaxy Way Menifee,CA,92586-3869 '.. Existing Residence: Roof Area: 2100 ft2 Upper Floor Area: 1500 ft' Lower Floor Area: N/A Number of Stories: 2 Site Properties: Latitude: 33.701 Longitude: -117.22 Ss= 1.5 (g)0.2s Spectral Response Acceleration S1= 0.6 (g)1.Os Spectral Response Acceleration Site Class: D (ASCE 7-10,Section 11.4.2) Fa= 1.00 Site Coefficient(ASCE 7-10,Table 11.4-1) Fv= 1.50 Site Coefficient(ASCE 7-10,Table 11.4-2) SDS= 1.0000 Short Period Design Spectral Acceleration Parameter(ASCE 7-10,Eqn.11.4-3) SDI= 0.6000 1s Period Design Spectral Acceleration Parameter(ASCE 7-10,Eqn,11.4-4) _ Wind Speed= 110 mph(basic wind speed) Exposure Category: C Product Information: Manufacturer: SOLAR WORLD Model: SW-270Mono Weight: 3.09 p.s.f.(including mounting system) Installed Area: 288.74 ft2 Design Criteria: C.B.C.2013 ASCE 7-10 Design Methodology: Perthe exception in Section 3403.4 of the C.B,C.2013: "Any existing lateral load-carrying structural element whose demand-capacity ratio with the addition considered is no more than 10 percent greater than its demand-capacity ratio with the addition ignored shall be permitted to remain unaltered" This calculation will verify whether or not the increased loads imposed by the addition,will result in an increase of 10%or less of a demand in the existing structure.If!the demand increase is within 10%of the original demand-capacity ratio,no retrofit shall be required. 6/11/2014 5:05 PM Page 7 of 13 \\peanasv2\poo1\Projects Solar\2014\0975-14 Reside ntial\14-0975 SOLAR PANEL CALCS ©Pool Engineering,Inc.2014 — pool POOL ENGINEERING INC. By: M.Thompson engineering Location: Menifee, CA,92586-3869 Date: 6/11/2014 inc. Job#14-0975 GRAVITY LOADS: Roof Dead Load (Existing): 14.0 p.s.f. Tile 1.5 p.s.f. 1/2"Ply.Sheathing 0.6 p.s.f. 2x4 Rafters @ 24"o.c 3.6 p.s.f. 5/8"Gyp.Board&Ceiling Framing 1.2 p.s.f. Misc. 21 p.s.f. Existing Roof Dead Load Typical Floor Dead Load (Existing-If Applicable): 7.5 p.s.f. Max.Floor Finish Weight 3.3 p.s.f. 11/8"Subfloor Sheathing 3.4 p.s.f. 2x Joists @ 16"o.c. 15.0 p.S.f. 2x Partitions(finished) 3.6 p.s.f. 5/8"Gyp.Board&Ceiling Framing 1.2 p.s.f. Misc. 34 p.s.f. Existing Floor Dead Load Roof Live Load (Existing): _ 20 p.s.f. (Table 1607.1 of C.B.C.2013) Floor Live Load (Existing-If Applicable): - 40 p.s.f. (Table 1607.1 of C.B.C.2013) Roof Dead Load (Proposed): 3.1 p.s.f. SOLAR WORLD SW-270Mono solar panels and mounting system 21 p.s.f. Existing Roof Dead Load 24.1 p.s.f. Proposed Roof Dead Load Roof Live Load w/Solar Panels(Proposed): 0 p.s.f. (Panels cannot support live loads) Total Roof Loads: Total Existing Roof Load= (DLroof+LLroof)Arearoof = 86100 In. Total Proposed Roof Load= (DLproposed-ELLproposed)Areap,opo,ed+(DLroof+LLroof) (Arearoof-Areaproposed) 81217 lb. Demand Increase = [(Proposed Roof Load- Extg. Roof Load)/Extg. Roof Load]x100 Results: NET DECREASE IN GRAVITY LOADS ==>OK 6/11/2014 5:05 PM Page 9 of 13 \\peanasv2\pool\Projects Solar\2014\0975-14 Reside ntial\14-0975 SOLAR PANEL CALLS ©Pool Engineering,Inc.2014 r Pool POOL ENGINEERING INC. By: M.Thompson engineering) Location: Menifee, CA,92586-3869 Date:6/11/2014 Inc. Job# 14-0975 LATERAL LOADS (Seismic): Seismic Design Parameters: IQ= 1 Risk Category Seismic Importance Factor R= 5.5 Response Modification Factor p= 1 Redundancy Factor - SDS= 1.000 Short Period Design Spectral Acceleration Parameter(ASCE 7-10,Eqn.11.4-3) SDI= 0.600 1s Period Design Spectral Acceleration Parameter(ASCE 7-10,Eqn. 11.4-3) Site Class: D (ASCE 7-10,Section 11.4.2) Risk Cat.: II (ASCE 7-10,Table 1.5-1) SDC= D Seismic Design Category(ASCE 7-10,Tables 11.6-1 and 11.6-2) Base Shear Governing Equations: T= Ct(hn)x Approximate Fundamental Period(ASCE 7-10,Eqn.12.8-7) where: Ct= 0.02 x= 0.75 hn= 32 (ft.)Height to Highest Level T= 0.269 (s) TL= 8.00 (s)Long-Period Transition Period(ASCE 7-10,Fig.22-16) _ Cs= (SDS le)/R Seismic Response Coefficient(ASCE 7-10,Eqn.12.8-2) = 0.154 Cs max= (SDS Ie)/(T R) Maximum Seismic Response Coefficient(ASCE 7-10,Eqn.12.8-3) 0.572 (Cs-min),= 0.010 Minimum Seismic Response Coefficient(ASCE 7-10,Eqn.12.8-5) (Cs_111)2= 0.044 1 SDS Minimum Seismic Response Coefficient(ASCE 7-10,Eqn.12.8-5-supplement 2) 0.026 (Cs nnin)3= (0.5 SI le)/R Minimum Seismic Response Coefficient(ASCE 7-10,Eqn. 12.8-5-supplement 2) 0.046 Cs= 0.153847 Seismic Base Shear(ASCE 7-10,Section 12.8-1.1) See next sheet for Lateral Load Distribution Tables 6/11/2014 5:05 PM Page 10 of 13 \\peanasv2\pool\Projacts Solar\2014\0975-14 Residential\14-0975 SOLAR PANEL CALCS ©Pool Engineering,Inc.2014 i Poo' POOL ENGINEERING INC. By: M.Thompson engineering Location: Menifee, CA,92586-3869 Date: 6/11/2014 ine. Job#14-0975 LATERAL LOAD DISTRIBUTION: Base Shear Calculations: k= 1 Structural Period Exponent(ASCE 7-10,Section 12.8.3) EXISTING STRUCTURE ry Level Story Height hx(ft) Story Area Seism c Wx(k) Wx hxk Wx hxl`k Fi(IO V!(IQ (ft) (ft ) Mass(psf) FW'j hi Roof 16 25 2100.0 21.0 44.1 1102.5 0.71 10.33 10.33 Upper 9 9 1500.0 34.0 51 459 0.29 4.30 14.63 Lower 0 0 N/A N/A N/A 0 0.00 0.00 0.00 Existing Base Shear=LL2j PROPOSED STRUCTURE Story Height y Story Seismic Seiic Panel Area Panel k Wx hxl< Level h„(ft) Story Area z Seismic Wx(k) Wx hx F1(K) Vi (K) (ft) W) Mass(psf) (ft ) Mass(psf) jWi hit, Roof 16 25 2100.0 21.0 288.7 3.1 45.0 1,124.79 0.71 10.49 10.49 _ Upper 9 9 1500.0 34.0 N/A N/A 51.0 459 0.29 4.28 1.4.77 Lower 0 0 N/A N/A N/A N/A N/A 0 0.00 0.00 0.00 Proposed Base Shear= 14.77 Demand Increase = [(Proposed Base Shear- Extg. Base Shear)/Extg. Base Shear]x100 Results: INCREASE LESS THAN 10% ==>OK 6/11/20145:05 PM Page 11 of 13 \\peanasv2\pool\Projects Solar\2014\0975-14 Reside ntial\14-0975 SOLAR PANEL CALCS ©Pool Engineering,Inc.2014 -- pool POOL ENGINEERING INC. By: M.Thompson -` engineering Location: Menifee, CA,92586-3869 Date: 6/11/2014 Job#14-0975 WIND UPLIFT ANCHOR DESIGN: Simplified Procedure for Components and Cladding: (Sec.30.5 ASCE 7-101 V= 110 mph (basic wind speed) Exp.Cat.= C exposure category(Section 26.7,ASCE 7-10) A= 1.45 Adjustment Factor for Building Height(Figure 30.5-1,ASCE 7-10) K,t= 1 Topographic Factor(Section 26.8.2,ASCE 7-10) Zone= 2 Roof 0= 22.7 deg Area= 288.8 sci t. Pneoao= 31.9 p.s.f Net Wind Design Pressure,Fen.6-2,ASCE 7-10 Pnet= XKztPnet30 =(1.45)(1)(31.9 p.s.f.)=46.255 p.s.f. (Pneo)ee:igo= 46.3 p.s.f. Design Wind Uplift Pressure on Components and Cladding(16 p.s.f.min.per Sec.30.2.2,ASCE 7-10) Connection to Existing Roof Framing: FS= 1 (additional factor of saftey applied to withdrawal force) A,,;e= 11.0 sq.ft. (panel area tributary to each lag screw) D= 3.1 P.M. (paneldeadload) W= 46.3 p.s.f. (design wind pressure) PI,= FS*A„Ie*(0.6D-0.6W) =(1)(11 sq.ft.)[(0.6)(3.1 p.s.f.)-(0.6)(46.3p.s.f.)] _ =284.911b.(withdrawal force applied to each lag screw) DIAI,g 5/16 in. (lag screw diameter) Dpen= 2.50 in. (lag screw penetration into existing framing member) W= 266 lb./in. (lag screw reference withdrawal design value-NDS Table 11.2A,G=0.50) Co= 1.6 (load duration factor,2012 NDS) Ct= 0.7 W'= Co*C,*W =(1.6)(0.7)(266 lb./in.)=297.92 lb./in. (adjusted withdrawal value) P,IIow= Dp.,*W' =(2.5 in.)(297.92 lb,/in)=744.8 lb. Results: DEMAND =284.9 Ibs. < CAPACITY= 744.8 Ibs. ==>OK —� 6/11/2014 5:05 PM Page 12 of 13 \\peanasv2\pool\Projects Solar\2014\0975-14 Residential\14-0975 SOLAR PANEL CALCS ©Pool Engineering,Inc.2014 - — pool POOL ENGINEERING INC. By: M.Thompson _- -.-.. Poo' Location: Menifee, CA,92586-3869 Date: 6/11/2014 inc. I' Job#14-0975 SUMMARY: GRAVITY LOADS: DECREASED BY-6.02% ==>OK LATERAL LOADS: INCREASED BY 0.94% < 10% ==>OK WIND UPLIFT: DEMAND =284.9 lbs. < CAPACITY= 744.8 lbs. ==>OK USE 5/16in. DIAMETER LAG SCREWS @ 48in. O.C. W/2.5in. PENETRATION INTO EXISTING FRAMING MEMBER,TYP. 6/11/2014 5:05 PM Page 13 of 13 \\peanasv2\pool\Projects Solar\2014\0975-14 Residentlal\14-0975 SOLAR PANEL CALCS OPool Engineering,Inc.2014 LU Galaxy Way OWNER : Jason &Susie Munstock 28839 Galaxy Way Menifee, CA., 92586 Parcel # 339-362-014 J •I � l M SHEET INDEX: El - SOLAR PHOTOVOLTAIC SYSTEM PLOT PLAN O E2 - ENLARGED PLOT PLAN D E4 - SOLAR PHOIfpVOL��TTAIC PLAQUE PLAN V j E5 - ROOF PLAN DETA L�F .� IL +�+ = PROPERTY LINE E6 - GROUND MEN/ , N a C A a 50 FT. OFF of v o SETBACK CA P(q GAN 00 N 3 rq Iu m W Nq ppRO SqF �, d ......- --------- -------- ------------ Ol of �Al ry�EPgRl F- M EXISTING 125 AMP BUS `\ RF�/�c MF/�/ U Cd 0 N WITH 125 AMP SCOPE OF WORK.E�� •T \ W n C G1 w W W METER/MAIN 4,320 WATT(DC) ROOF D PHOTOVOLTAIC SYSTEM H 0 I I '� W U DRIVEWAY ! (16) SolarWorld SW270 PROT - 27 DOLLIES r Q H y O W I I (16) EN MICRO MICRO INVERTERS N Q a n N $ U d //00 f \ j i 1 apprvyat'alp ryteSeplans \ j re of,aq she// J • E2 %od� uG odordgancs� yprot/sonstr°edtobed qT F \ Z p/etion. Issetpfapprpythe�edPrvlstdPerttfor�rdn J >o X i I i I or GENERAL NOTES: nsmostbekel1rlty H z 15 FT. I !10 FT. 1. Use wind speed f 110 MPH (minimum) nd exposurepc plflthp O w c u M o I ETBAC TBAC design of wind resis ce g—n p s to meet section 1609 a Q v$p^ a • i of the CBC 2013. 'v ^ • 2. Plans shall comply with the 2013 CEC, based on the 2011 NEC. LU `g�^ 3. Contact the utility provider for approval of the PV installation. Q ; W 4. All modules will be grounded in accordance with code and the (A z I manufacturers instructions. } 5. #6 Bare copper wire used to ground all modules EXISTING _._____-- 6. DC conductors routing inside of building shall be in metallic N PATIO COVER ! conduits and label every five feet as "CAUTION DC CIRCUIT". Q 7. Photovoltaic systems shall be installed by persons who carry J a C-46 or C-10 license from the California Contractor's O License Board. 40 FT. O o City of Menifee IN EXISTING SETBACK Building & Safety Dept. O POOL JUL 0 2 2014 a o f 11 BUILDING CODES: ce Vq' L; • CALIFORNIA BUILDING CODE,2013 EDITION J C M J -+ • CALIFORNIA RESIDENTIAL CODE,2013EDITIeceiVed _.._.._._._.._._.._.._.._.._.._.._.._.._.._............................._.._.._.._.._.._... a+ 3 7 0 n d' V1 • CALIFORNIA MECHANICAL CODE,2013 EDITION O M y• CALIFORNIA PLUMBING CODE,2013 EDITION � f C^U 1 ROOF PLAN / SITE PLAN • CALIFORNIA ELECTRICAL CODE,2013 EDITION C to E1 NTS $ • CALIFORNIA GREEN CODE,2013 EDITION U F- . U (� \I� EXISTING 125 AMP BUS WITH 125 AMP UJ METER MAIN 4 E VENT NOTE: (TYP.) SUPPORT PV ARRAY'S AT MAXIMUM SPACING OF WO". MOUNT PV PANELS 6"ABOVE ROOF." UTILITY 0 DISCONNECT > 0 ONE STORY 0 U 0 TILE ROOF 14 ONE TILE >.Q0 M &n 00 x *Ui X M 601 M U cis W 2�3 • UJ LU C 0 0 C co CL r4 SWEET NOTES: D, We have applied the Ambient Temperature Adjustment Correction Factors for roofs per the 2013 California Electrical Code Tables #310.15(B)(2)(a), and 310.15(8)(16), The Ambient temp. for the City of Menifee is 40 Degrees (C). Multiply the ampacity in Table 310,15(B)(16) (D Cl x 90 degree copper column by the de rating factor in Table 310,15(B)(2)(a) 90 • I N U, degree column which is .91. We are using #10 copper which has a rating of • LU 0 Z M 40 Amps in the 90 degree column (40 x .91 = 36.4 Amps). U-I M 0 OWe have applied the Ambient Temperature Adjustment Correction _J >- Factors for roofs per the 2013 California Electrical Code Tables z > r #310.15(B)(2)(b) and 310.15(B)(3)(c). Ambient temp. in Table • -36" t 0 310.15(B)(2)(b) = 40 Degrees (C) plus 22 degree adder from Table (MI 310.15 (13)(3)(c) - (1/2" to 3-1/2" above roof). 40 degrees plus 36" 22 degrees = 62 degrees(C). The correction factor for 62 degrees (C) • (MIN LL 18" ii;a�i is .71 in the 90 degree column. Multiply the 29.12 Amps per the result in 36 0 Keynote #2 on this drawing by .71 (29.12 Amps x .71 correction Factor (MIN 0 20.68 Amps). 18" 13b 3/4" EMT with (3) #10 THWN-2, (1) #10 Bare Solid Ground (GEC). (Mi LLJ E C) (1) V. W 3/4" EMT with (3) #8 THWN-2, (1) #8 T;7 GC , & (1) #6 are 36" 0� Solid Ground (GEC), ......... ....... (MIN.) 4 T RE IEWE t J for c rance toMstr t cal lations z 0 LLI 0014% 1-1 00 Tod L. Lacher, R.t.E. 67656 00 qT ool Engineering, Inc. U r WITH PV PV ARRAY ROOF INFO: to DISCONNECT (3.0 Lb's per Sq. Ft.) -J TYPE: MANUFACTURED TRUSS :3 t0 ENLARGED ROOF PLAN U 0 It TRUSS/RAFTER SPACING: 24" D.C. rs M 2 MATERIAL: TILE 1 U NO SCALE ROOFING CONDITION; GOOD 0 W U I- . 0 Provide a 20 Amp two pole M toggle switch and a weather W proof cover for the AC LABEL PANEL: POWER TO THIS BUILDING IS ALSO Disconnect.(On Roof) SUPPLIED FROM THE FOLLOWING SOURCES Provide a 1 gang Deep WITH DISCONNECT LOCATED AS SHOWN. Nema 3R Junction box d v+ INTERCONNECT 1 IA CABLE l T BLACK-Ll •`Il RED-L2 UTILITY u WHITE-NEUTRAL 'M GREEN-GROUND y 250 VOLT,30 AMP 11 SINGLE PHASENEMA3R J � NON FUSED DISCONNECT -�{£T., � O -x PER SCE REQUIREMENTS 125 i 74 Q U O16 MODULES--b. Amp iiii ) N fN t " BRANCH 1 Main O \ a C �.O0 Exterior. Y 3 A Ln 3/4"EMTR. 3-#IOTHWN-2 Exterior: C4 rN1) T 01 1-#10 Ground 3/4"EMT 3-#8THWN-2 \` a R M 16 INVERTERS - 2 5 i-#8 Ground P F U1 V BRANCH 1 - d LU n C M 1-#6 BARE GROUND - N 0 N C C 2 POLE,20 AMP \ Q M Do 61 BREAKER Q a n N f fn N Z 1-#6 BARE ~ N X GROUND N G 3 3 N O LL �¢S zY0et 1� L o w CL L) f EXISTING 125 AMP BUS J I WITH 125 AMP MAIN C. Is ELECTRICAL PANEL B. J O " T PV MODULES KEY NOTES: 120/240 VOLT N g a 0 IS 16 Solarworld Protect SW270 mono " 0 n 0 1. Solarworld Grounding Lug Manufacturer Is Ilsco #GBL-4DBT. f"' ;'' O ..�O 1 Branch of 16 u n VOC= 38.3 V UL Listing report# E3440. W a 3 W aw Max open circuit= 39.2 V x 1.14 = 44.688 V J z BACKFED CIRCUIT BREAKER SIZING We have applied the Ambient Temperature Adjustment Correction PT 2.0 rating output: 238.1 W @ 32.1 VDC Factors for roofs per the 2013 California Electrical Code Tables ACKFED BREAKER SIZING Cm Ft. STC Rating: 270 W Fuse rating: 15 A #310.15(B)(2)(a),and 310.15(B)(16).The Ambient temp.for the City LU 0% 14.4 A X 1.25= 9 X 16 .25=A Isc(Short Circuit Amps) = 9.44 x 1.56 = 14.7264 A of Menifee is 40 Degrees(C). Multiply the ampacity in Table 310.15(B)(16) Z 18 A 20 A BREAKER OK Total rated Output: 3,809.6 W @ 240 V 90 degree copper column by the de rating factor in Table 310.15(B)(2)(a)90 M EC 690.64(8)(2) degree column which is.91. We are using #SO copper which has a rating of J 125 A X 1.2 =150 A 40 Amps in the 90 degree column(40 x.91 = 36.4 Amps). l 150 A-125 A MAIN BREAKER= 25 A ALLOWABLE BACKFEED EXISTING GROUND 74 3. osition P.V. back fed circuit breaker at the end of the bus farthest U INVERTER: from the main circuit breaker. O (16) Enphase M215-60-240-S2x aO, Main circuit breaker is NOT center fed. F DC Input range 22 V-40 V J 00 Max AC power output: 215 W We have applied the Ambient Temperature Adjustment Correction 14 AC Output range: 211-264 V (90 Factors for roofs per the 2013 California Electrical Code Tables Do Max continuous output current: Branch #1 (.9 x 16) = 14.4 A #310.15(B)(2)(b)and 310.15(5)(3)( c).Ambient temp. in Table O 0 0 # CEC rated efficiency: 96.0% 310.15(B)(2)(b) =40 Degrees(C)plus 22 degree adder from Table Total rated output: 3,657.22 W @ 240 V 310.15(B)(3)(c)-(1/2"to 3-1/2"above roof).40 degrees plus R J 22 degrees=62 degrees(C).The correction factor for 62 degrees(C) G is.71 in the 90 degree column. Multiply the 29.12 Amps per the result in = C M Keynote#4 on this drawing by.71 (29.12 Amps x .71 correction Factor a U O IS V = 20.68 Amps). 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O a � \rE z w - 0 3 0� 3O ZO Z ❑ w 20 � ❑Z = a ~ J z 6 �o z = � z = (� 2z J 7 u o o 2o O o QJ W w ~ QJ W W LL w O u o U T J ❑ U U J ❑ p W W CL S W N a V o a Y u j o o r 7 N r S lC M Q o Em 'ova C m m > oo a o� of U O C9 UO r U' a+ i J f a z z o w o u z a w r = w F = W C M 'o a Q o o f a o w ~ I- w w O u o a z O p Z z O W y p n u u x C 2 a 3 r u z m w O Z w �U z z �o Jo �U, - O 07 I� Q .................................. ....... .................. ................. ............. .......................... ............. ........... .......................... LO E -Is- u 3) iL ( m 17, :t� 0 EXISTING CONNECI'SOJAR MODULE > 4 0 FRAMING(TYP) TO S 'R R UCI'UE AS PE R It � .19 DETAIL 11 2/h'501,1 TIIJSSIIIII�T 0 V m 0 CL � ko q >'00 M Ln 00 r4 CY11�: N C*4 la X u m l"( o In m U at Lu M (1) U2 00 m CO 00 W 5/16"S.S.LAG BOUT 6 STANDOFF WITH PLASHING SEALEAD AT TOP OF TILE WITH POLY SEALANT ............... (SEE DETAIL#2/E5 ...... 5/16"S(ailllcsssteel flex boll .................. N UIRIACIF CA SLIDING C to -)IIrX 20 5/16"5tainle."steel]net,washer (3 Sl UD r M 0 M 111333 r4 AlUnninlol PFO S01aT Inter mod Lu X a, 0 Lu 2! uj 00 4 Aluminum Pnosolarchalmd Not uma PRO SOLAR LAG BOL, ( Ill o' RAILING fy z < via mpon �jj Aluminum 1110 solarloof nack'suppoll jai > III F)RAGATfACHMENT ASC I wa0m.Minimum 1,16'X T Into Rafter LL z 6/16-HER ( 01 7)1 Solai Module 4K 1 0 ........ INAS j Tile Roof H T S OE 0 10 [1 SOLARWORLD fo 4coance t( ulations 3/8"x G"Threaded Stud lot The Roof SW270 PROTECT PV MODULE Roof Decking (L 39.41"X 65.94 Ot 2.9 LB'S/SQ.FT. dd L. Lac u WITH ATTACHMENTS Truss co ,.4 Pool Engineering, Inc. 00 @ Stainless Steel Tile Dashing IV j U z ID w fe) I ENLARGED PARTIAL ROOF PLAN DETAIL 2 SOLAR MODULE MOUNTING DETAIL 't u 0 N E�15 5 NTS NTS 0 to IV N S u r . u CO W o . h of n u f6 0 � J � b CL v Q rl Q U =1a 00 v� Bg � vao C N aN so O C "-• Z t Q Q 4 c >OD LU a� co C m n o d F 00 Y 8 A N o � aUrnrnrn rn N Md30+ m Z C,� a U dl V' ai W Ul Q a l W c M w Z m m a a J H p O 00 c O b i u u u 7 Q p' A coIL N d ro . m m g ^ N v rca �_ o S`v r2u W o F 0 = F M LL } N Ln z c Q O J ` QJ a b. C C W C W zYO � n O OJ C m Z J W � Q A O 0 O ai Jo u m E �t n 2 Ou L a ,` o v O N °1 p n U' 2 a — Ln v U' ao c c �i Ln Z Q � 10c � o and C u O v _ m v N H f— � 0 C— DL ZLU LUO r p c W m b ... Z .� � s v bay v � c 0 0 o an E Z c° C7 chi ao U ac c o w o v v oC o n o ea o B (� l m D vOi 5 O W O O co n � O 7 u N [n Cn a+ t0 J p p n IT r p U O W n Q U H U 1 w x ..rw N Y t a i ��,q.tuvcu _ TUV Power controlled: e TUvanemm_e = Lowest measuring tolerance in Industry Sunmodule Plus: '- Positive performance tolerance ✓ a M 25-year l inear performance warranty and 10-year product warranty World-class quality Fully-automated production lines and seamless monitoring of the process and material r ensure the quality that the company sets as its benchmark for its sites worldwide i`;,,:,, , --- made in OEA SolarWorld Plus-Sorting Plus-Sorting guarantees highest system efficiency.SolarWorld only delivers modules that �� have greater than or equal to the nameplate rated power. -ram f:;.rertei< 25years linear performance guarantee and extension of product warranty to 10years SolarWorld guarantees a maximum performance degression of0.7%p.a.in the course of 25years,a significant added value compared to the two-phase warranties common in the industry.In addition,SolarWorld is offering a product warranty,which has been extended to 10 years." "in accordance with the applicable SolarWorld Limited Warranty at purchase, www.so la rwo r ld.com/warranty $®LARWORLD solarworld.ram We turn sunlight into power., SUnn' odule% Protect SW 270 mono PERFORMANCE UNDER STANDARD TEST CONDITIONS(STC)' PERFORMANCE AT 800 Wlnrl NOCT,AM 13 Maximum power P 270,Wp maximum power p open,circuit voltage — '�— - ""'"—""- "` �•,� 194'9Wp G _ 9 __ V _ _ 39.2 V Open circuit voltage-- V — -__ _34,5 V P P g _._._ ...._ ._ _ Maximum Power Point voltage V 30.9V Maximum paw¢rpaint voitnge �� 289V Short c rauttcurrenf I 9,44A Short eircultcurrent I 719A Maximum powerpoint current t 8.81A Maxlmum ower ointcurrent J„—_ 674A 'IlIC.1000 W-m 25'C,AN11 i Mlr ,or mdectlan It,urf lcle ry under partial load pandit on,at iyu a1200 W/m',95% Mrx.u.....w an'e(t+„}ba�oable to l'uV Rlrelnland y3%1T13V Pawrr conemlledJ Ix/736}nfthc i7f.efrldency(1000 W/m) ;acfuered THERMAL CHARACTERISTICS COMPONENT MATERIALS NOCi 4f"C Cells per module 60 let _ . 17.OM1%/K Cell type_ Mono crystalline Tie,,. _ -030%fK Cell dlmerrsians 614 1111t.14m156mmx156 min) 045%(K Front (class(I'N 11150) Operating temperature 40CIo 85"C Frome Clear anodized aluminum --_._. Weight 46!10s(21 2 kgl 1000 A/rn= SYSTEM INTEGRATION PARAMETERS 800 W/n i Moximum system vo loge Ec 1000 V Maximum system valtaga 111 - 500 V I 600 W/mr Maximum MVnae current ltq a _. third in ofhypasselodes 3 400 W ma l li puf downwind - ll UL Design Loads Two raft system G4 usf upward 200W/roll ud Design foods' Three salhystern 170 psf downward 64 psf upw,ud 100 W/m° _._ _._... _. ._— __._ 16C Design loads' two rap rystem ➢9 psi dnwnwara . __.—.. _._...._ _.._. _ Wpsf.lpwmd �/. 'rl ...r rlheiii Udrinr.tall.l. n.burpnry, TI l rlh,d . Module voltage(vl : 14 ------ ar44(9,p-------._._ ADDITIONAL DATA C_1 j Power w"iml 0Wt /I WI, Ildi()NBI ]-Box _ ,_ IP65 Connector IAL4 ' Module of lrle� 1l,10 N fire rating(of 79D) 413(106'ira Verxmn 3 trarnc ia.94 0675) bnttOm i E _ iTIoUII `r4.r ' 61dck&Veatch validated PAN files now available Ilolaa Ask your accnunt manager for more infer mation. ..�.. ---`x4 1.22(ill ' Ail imts Pie, err-per a ,.-Idel i �ree.e; SIA 0I 6034U5NI 1013 i I i $OLARWORLD We turn sunlight into power. SUBJECT: Grounding Diagram and Hardware Supplement to"Quick Guide for Users SolarWorld Sun modules"for the 31 mm Frame DATE: December 1st 2010 Grounding of Module and Frame The company installing the PV module frame is also responsible for properly grounding. If the building is already equipped with an exterior lightning protection system,the PV-installation must be integrated in the protection system against direct effects of lightning. Country specific standards must be adhered to. A grounding method tested to UL standards and listed by a third party is mandatory in the US and Canada. Example Grounding Method in accordance with UL standards: The modules can be connected to the grounding holes using a lay-in lug and a socket head cap screw.We recommend using the components as listed below. Any grounding method that is third party listed to ILL standards for PV grounding method and components are also acceptable in the US and Canada. 1 1) Lay-in Lug 2) Socket head cap screw We recommend using the components as listed below. Item Description Manufacturer/Distributor Manufacture Part Number Grounding Lug Lay-in Lug Ilsco GBL-4DBT Socket Head Cap Screw 10-24,S/8",SS 18-8 McMaster Carr 92196A244 P800-947-6521 P800-94-SOLAR www.solarworld-usa.com Issue:1003 r »,¢, SOLARWORLD We turn sunlight into power. Frame Flange Grounding option: - ? . 1)Lay`in lug 2)Bolt 3)Serrated washer 4)washer 5)Nut Frame Flange Grounding Option We recommend using the components as listed below.Any UL approved PV grounding method and components are also acceptable in the US and Canada. Table: Recommended components Item Description Manufacturer Manufacturer Part Number GroundingLug Lay-in Lug Ilsco GBL-4DBT Bolt #10-32,SS Serrated Washer #10,SS Washer ID 13/64",OD 7/16" Nut #10-32,55 Technical Support: 805-388-6S87 Technical support@SolarWoridLISA,corn solarworld.com Issue:1003a zu _ tx ., I w O III � titirt'd.�.zM anAuuMvnauo xw > .•" [am] enphase Maximum energy production The Enphase Energy Microinverter PRODUCTIVE Resilient to dust, debris and shading Performance monitoring per module System improves energy harvest, increases reliability, and dramatically System availability greater simplifies design, installation and RELIABLE than 99.8% No single point of system failure management of solar power systems. The Enphase System includes the Quick and simple design, installation SMART and management microinverter, the Envoy Communications 24/7 monitoring and analysis Gateway'"', and Enlighten®, Enphase's monitoring and analysis software. SAFE [ Low voltage DC Reduced fire risk cip�c a n ''s < us , '..`. )NO,� - u .. _.r01"r it _, . ,,.. _ . M215 - MICROINVERTER TECHNICAL DATA Recommended input power(STC) 190-270W Maximum input DC voltage 45V Peak power tracking voltage 22V-36V Operating range 16V-36V Min./Max.start voltage 22V/45V Max.DC short circuit current 15A Max.input current 10.5A Maximum output power 215W 215W Nominal output current 1.0A (arms at nominal duration) 0.9A(arms at nominal duration) Nominal voltage/range 20SWI83-229V 240V/211-264V Extended voltage/range 208V/179-232V 240V/206-269V Nominal frequency/range 60.0/59.3-60.5 Hz 60.0/59.3-60.5 Hz Extended frequency range 60.0/59.2-60.6 Hz 60.0/59.2-60.6 Hz Power Factor >0.95 >0.95 Maximum units per 20A branch circuit 25(three phase) 17(single phase) Maximum output fault current 1.05 Arms,over 3 cycles;25.2 Apeak, 1.74ms duration CEC weighted efficiency 96.0% Peak inverter efficiency 96.3% Static MEET efficiency(weighted,reference EN50530) 99.6% Dynamic MPPT efficiency(fast irradiation changes, reference EN50530) 99.3% Night time power consumption 46mW I iAmbient temperature range -40'C to +650C i Operating temperature range(internal) -400C to + 850C Dimensions(WxHxD) 17.3 cm x 16.4 cm x 2.5 cm(6.8" x 6.45"x 1.0")* { Weight 1.6 kg(3.5 Ibs) i Cooling Natural convection- No fans Enclosure environmental rating Outdoor-NEMA 6 *without mounting bracket Compatibility Pairs with most 60-cell PV modules Communication Power line Warranty 25-year limited warranty Monitoring Free lifetime monitoring via Enlighten software � Compliance UL1741/IEEE1547, FCC Part 15 Class 8 CAN/CSA-C22.2 NO.0-M91,0.4-04, and 107.1-01 Enphase Energy, Inc. .. 1420 N. McDowell Boulevard Petaluma, CA 94954 P: 877-797-4743 info@��pha9een arty rom 142-00010,Rev046 -aae tort= ©2012 Enphase Energy All rights reserved I I I S� Gs up Certificate of Compliance Certificate: 2395707 1 Master Contract: 240080 Project: 2635277 Date Issued: June 24,2013 Issued to: Enphase Energy,Inc. 1420 N McDowell Blvd Petaluma,CA 94954-6515 USA The products listed below are eligible to�rbear the CSA Mark shown with adjacent indicators 'CI and 'US'for Canada and US or with adjacent indicator 'US'for US only or without either indicator for Canada only. coSCEra�VUgOWV/ Issued by: Sarah Ugolini,B.Sc. C US PRODUCTS CLASS 531109 -POWER SUPPLIES-Distributed Generation Power Systems Equipment CLASS 531189 -POWER SUPPLIES-Distributed Generation-Power Systems Equipment -Certified to U.S. Standards Utility Interactive Micro Inverters,Models M215-60-2LL-S2x,M215-60-2LL-S2x-NA,M215-60-SIE- S2x,M215-60-SIE-S2x-NA,M215-60-2LL-S2x-ZC,M215-60-2LL-S2x-ZC-NA,M215-60-2LL-S2x-IG, M215-60-2LL-S2x-IG-NA,M215-60-2LL-S2x-IG-ZC,M215-60-2LL-S2x-IG-ZC-NA,M240-60-2LL- S2x1 M240-60-2LL-S2x-NA,M250-60-2LL-S2x,M250-60-2LL-S2x-NA,M250-60-2LL-S2x-ZC and M250-60-2LL-S2x-ZC-NA. For details related to rating,size,configuration,etc.reference should be made to the CSA Certification Record, the Descriptive Report,or Attachment 1 -Ratings. Notes AC and DC connectors evaluated for disconnecting under load(for this application only). DQD 507 Rev 2012-05-22 Page. Roof Trac �*APWW PV MOUNTING SYSTEM �ppoRTRgi dp� � O s spMp Ec �N'�E�MeoJ� ON�c�PMe \ SO M Ull:PROFESSIOiNAL t SO 4 PROWC-1S 2002_ All information contained In this manual is pioperty of ProfPsslcnal Solar Produots (PSP)_ 7r4 7-PAC®isan%isteradtrsda,,,!k for PSP and is covered linger U.S.patent#5,74G,029 BP/TILETRAC MOUNT COMPONENTS SLIDING CARRIAGE I THREEADEADE" a THREADED HEX STUD FOR COM- POSITION ROOFS CITY:6 SETS 5/16"X 3' LAG BOLT / carY:z TILE TRAC ATTACHMENT BASE 3/8"X 1-1/2" SUPPORT RAIL 130"LONG THREADED HEX HEAD 3/8"X 6" STUDS THREADED- 5/16"LOCK 0 STUD FOR NOTE: BP I.D. LINE WASHER TILE ROOF 5/16"X 3/4" HEX BOLTS 5/16"X 2-3/4" HEX BOLT MODULE END CLAMPS CITY:4 SETS 5/16"LOCK WASHER 0 INTER-MODULE CLAMPS CITY:6 5/16"THREAD SLIDING INSERT CLAMP CITY: 16 (;0 YgIGH i PR0F"SSl0NM_901AR PR00i)CrS 2W2 All infrrnauon mr ilned In dl manual is nropertl of Professional Soler Products ROOF INSTALLATION FOR THE FLASHABLE SUPPORTS 3/8" BOLT&WASHER FASTENER SCREWS FLASHING INSTALLED SUPPORT STANCHION J t J' 'JJ,I Q J � J odF A8„o J ROOF SHINGLE FLASHING AND STANCHION INSTALLATION 'P+JFl- Slo lA! P30LAR M9, J aJ AJ a 6,i,atiun.a iui gal in�tjs marud is Proo�rry o`Pmres^�on�l a(aar Products ^I itu I ,,nt a'i 71a,0f29. INSTALLATION OF THE MODULES OVER THE TILE TRAC® SUPPORT RAILS i �. `v •' -j Jv0 W�e r^"' 5,p✓�J C N I'r'P )h o;lbn7Ai. p� -Oi=UC �i1G31: All irFi.mrazion,�q axecl i I ihiu trams,l Is property o Frofesslorial Solar Flr duds icion 1 pdt.?ni 865�;�A22. Third ty Lib Tes lbs �QTileTrac .. 4,5001 Ibs UPS a • Patent#5,746,029 Tile Roof Structural Attachment NEW STAINLESS STEEL TILE FLASHING The patented TileTraco attachment allows for a structural roof rafter connection with optimal attachment stud location adjustability.Design results in the best looking systems in the industry. TileTrac'fors-curve Tile Trac®forflat concrete the concrete tile e (G" Tall Threaded Stud) (4" Tall Threaded Stud) f- Part#TT 18&T6 Part#17--18-T4 f = S=ax Benefits of McTrae- Easiest and lowest cost waterproof tile roof + Includes Stainless Steel file flashing and attachment Stainless Steel lag bolt Over 15 years of industry preferred single lag •Aluminum and Stainless Steel components for bolt design maximum corrosion resistance and strength a al 3 party lab waterproof and load tested p tY' p Large roof surface contact area evenly +Compression sealed at underloyment and top distributes load of file • • ® • The Tile Trac- Design p Structurally attaches to roof rafter and allows the rail attachment stud to be located at the strongest point of the file (the crown) where water does not Row. Without TileTrac' With TileTrac° High Point/ Water Flows Crown Sealed of top of file i he Valley of the Tile of the Tile Suppofl Rai! SuppoH Rail v�rt A:` assambly .7 Sealed at J structural) eA ' � ' e ' Rafter Not ztructuraily u nderinyme ni R f el attached to - aM ,ed is the r,ft&i a the rafter f Installation steps for both s-curve and flat concrete tile* I i STEP l:Soled a file in the area of the roof rafter. STEP 2:Remove the tile by pushing and pulling. STEP 3:Using an electronic and finder(recommended), it is usually bald in place by a small nail. or other means,locafe Ilia(char renter. Mark a reference point on The file above. dl - Step 4:Seal the initial Zile nail hole.Using a 3/16" Step 5:Insert the lag bolt and washer through Step 6:Using a 1/2"sockel,instill the lag boll until drill bit and drill guide(FJ-0rill),drill pilot hole the TileTrac©and apply fresh compatible sealed.Do not overfighlen.The sealant should How along the rafter confer sealant to the base. outward sealing any holes. 9 Step 7:After balling the base to the mof,slide the upper carriage Step B:Replace the file by lining up the snap lines Step 9:Using a 1/2"carbide drill bit and ROTARY HAMMER into the correct position under the crown of the tile.For Flat tile, and mark the drill location accordingly. DRILL in hammer made,doll through the tile.See online slide the upper carriage near the middle of the tile, video at www.prosolar.com for details. Te T _ h • 5 ���IIMIY v fi � eft U X�'� .`t �.' _. . Step 10:Insert fhreuded stud through tile and hand-nuilten Slap 11:Unbind nuts and remove from stud.Apply Stop 12:Fasten rail with lower and upper io engage with hose.Bind two 3/8"nuts(included)using sealant around stud at rile opening and compmss 3/8"nuts/washers as shown. 4/16"wrenches and lighten. with Stainless Steel Hashing(included)until seated. "Nat rerommeoded for clay or slate tiles. CON( fessiortal�Solar Produces. Itt [Val 2(il ! TileTrt s a regrrerad t a lernark a I r r t ftccl r it,dCrPaL 5,7G6,0Z4 Wz I A E L. �'TAWAAC' --------- F PLASTIU C�VEES TC100S METAI COVERS UPC Number:0-92326-11207-9 Type:Vertical 11 _9E Color:Gray k 11 Shelf Pack Qty: 10 FLAT Shelf Pack Weight:4 lbs IF r�los L=L� I�TEGS CH.Icn�111 CHIff7 I xlc��s 11ir" Mxl�-�E jX125(i, Gray Brar�a F11 0 El White US I.W110 METAL FLAT I-GANG TOGGLE COVER JX I Vertical a TC1 00S , Superior Commercial Quality Die Cast Matti C.1st1,ctlon - Premium P..darc.at Finish Includes Gasket,Mounting Hardware and Installation Instructions UL9 Listed and 2DUI NEC®and NEMAS 311 Compliant TC11 l� 'I • TC2COS • TC121, 1 11 EF._11 I I-F�F O1JT[`1 Ell OUTLET BD�Eb ANDLXIENEIINS r � �14+,'[,+4 Y�'"L...w�,,��`}}a a.:. l.9.,.,a m�;a -,IhvvN.e�a ay .� r••s;. ,. • .. ..aPa L ,$� ..i k; s a..,�� c,. ...w3#.,� �w �x•s ' '.'uti' .a'L-.sO� 4.�` - -.,,F C ' at'P F ,+. C ` s169F; 'i ' 03755E 1ya- UPC Number 0-92326 11167-6 Outlets/Sizes.Three 3/4 Holes Colpr;Gray i Shelf Pack Qty 16 Shelf Pack Weight 9.80 Its y,rq Nf.4 i t Gray ® Bronze ❑ White THREE 3/4" s OUTLET : • Three 3/4"Holes • Superior Commercial Quality Dle Cast Metal Construction • Closure Plugs,Ground Screw and Mounting Hardware Included • Installation Instructions Included • Premium Powdercoat Finish • UL®Listed and 2011 NEC®and NEMA®3R Compliant lome Products Outlet 9 a xes And Extensions Extenson Run, SE000S PLASTIC COVERS4-'p+ �"� UPC Number: 0-92326-11182-9 METAI.COVENS cl OUtlets/Sizes: N/A OUTLET KITS « r �uY D'1Cu Color: Gray Shelf Pack Qty: 12 g r R OUTLET BOXES AND EXTENSIONS Shelf Pack Weight: 2.65 RES�.4 1-GANG 2-GANG ' ' 1 3-GANG RCUN) yJ PLASTIC BOXES A FxTENSiON RIAI05 DEDODS RE450S SE00015 I _ SE4GOS ur SE4GOWH s SE45OZ SE475S f� SEfi50S SEB]55 VIEW ALL LAMPHOLDERS ED Gray WEATHERPROOF ACCESSORIES C&U8 E187ED METAL WALLPLATES 1-GANG EXTENSION RING- NO HOLES PLASTIC WALLPLATES No Holes HVAC . Superior Commercial Quality Die Cast Metal Construction RECESSED COVERS • Gasket,Mounting Hardware,and Installation Instructions Included Premium Powdercoat Finish SPECIFICATION GRADE • ULe Listed and 2011 NEC®and NEMA®3R Compliant CABLE MANAGEMENT 1c1'n+r.bar4 OUT CaHBIOrl VINCI & ASSOCIATES CLIENT: Structural Engineers Professional Solar Products,Inc. 1551 S.Rose Ave.,Oxnard,CA 93033 Tel:805-486-4700 Subject: Static load test results for the following: Mounting System Maximum Frame MaximumFrame Load EqulvalentWindSpeed Length-(in.) Width*(In.) (Ibs/ft') (mph)** Rool rac® 65 40 51_1 135 TEST SETUP(as shown in attached drawing detail):Three modules,as specified above,were bolted to 136"x1.5"x1.5" Professional Solar Products(PSP)patented RoofTracs support rails using an assembly of 5/16"Stainless Steel(SS)bolts, SS lock washers and proprietary aluminum clamps and inserts.The RoofTrac0 support rail was attached to the PSP RoofTrace structural attachment device with a 3/8"SS nut and SS washer at six attachment points.The setup was attached to 2"x6" wooden rafters using 5/16"x 3-1/2"SS lag bolts.The attachment spans consisted of 48"front to rear with structural attachments spaced 48"on center. TEST PROCEDURE(as shown in attached drawing detail):The test set up was top loaded to 55 Ib/ft2.The setup remained loaded for an approximate period of 30 minutes.The maximum deflection and any signs of permanent deformation were recorded.The test setup was then inverted and loaded to simulate the uplift condition.The test set up was re-loaded to 55 Ib/ft2.The setup remained loaded for an approximate period of 30 minutes.The maximum deflection and any signs of permanent deformation were recorded. TEST RESULTS: The maximum top load deflection was recorded at 0.469",with no permanent deformation. ICI The maximum uplift deflection was recorded at 0.313",with no permanent deformation. This document certifies the RoofTrac®mounting system used with modules,as specified above,withstands a 55 I1b/ft2 static pressure load,equivalent to a wind speed of approximately 135 mph*`. The mounting system performed as expected. - Sincerely, I James R.Vinci,S.E. This engineering report verifies that Vinci&Associates has provided independent observation for load testing as described in this report. The results of this load test reflect actual deflection values and are generally accepted as the industry standard for testing module mounting systems. Vinci&Associates does not field check installations or verify that the mounting system is installed as described in this engineering report. d$Wpul Solar Prglj+c To assist the building Inspector in verifying the authenticity of this proprietary mounting system,a permanent adhesion, �6 lk silver reflective"Roofrraca"label,as shown to the right,is placed on at least one of the main support rails or permanently stamped with'Professional Solar Prod.Pat#6,560,491"on the underside of rail. Structural attachment: Lag bolt attachmentshould be installed using the proper pilot bolster optimum strength,A `.,war 6, by 5/16"lag bolt requires a 3 16"pilot hole.his the res on ' il'/ P p stb ity of the installer to insure a proper attachment is made y equipmentothe per membel of urryor the roof. clameto securely attach to the roof structure may result in damage to equipment,personal Injury or property damage. This office does not express an opinion as to the load bearing characteristics of the structure the mounting system/modules are being Installed on. ICC accredited laboratory tested structural attachments manufactured by Professional Solar Products, (including FasUaclt®,TIIeTracm,and FoamJackO)can be interchanged with this system. �Ql�� g F check with local building department or AFU for site specific requirements, to }�� *Modules measuring within stated specifications and tested to UL1703,or equivalent,are included in this b' 0. engineering. E p., Wind loading values relative to defined load values using wind load exposure(135 mph for 5/12 roof * Pitch or less;115 mph for greater than 5/12 ro defined in the 2009(IBC)/2010(UC) of pitch)and gust factor coefficient"exposure C"as "I Module tested:64.6"x 39.1"x 1.8";shrpi - OF U@ � *"**Est.snow load rating of 3011L/fr based on 1.6 safety(actor Thousand Oaks, CA 91362 Page 1 of 3 PT,4 ------------ Approx. 48" FastJacke 2X bracket only to be used between two rows of _ modules to maintain approx. _ ---- 48"upper to lower Roof rrac® support rail spacing Approx. 48" Y Module F Area = astJack@ 2X bracket 18 ft each Assembly side view Approx 20"max — 47— overhang 48" 5/16"Stain=Sleelbolt and sliTotal module(45 Ib/ea.) Aluminum Prosolar and rail (10lb/ea,)weight : 310 Ibs In r to -Module Clamp Number of attachments: 9 ea Aluminum Prosolar Weight/attachment point: 35 Ibs Channel Nut Area: 108 ft2 Distributed weight: 2.9 f /ft2 EUT� Aluminum Prosolar j RoofTrac@)Support Rail --- -- j j LH/e Stainless Steel J Bolts and Flat hers Aluminum Prosolar ?R -" FastJack@ 2X Bracket c (only used between two rows of modules) � 0 54 t Z F rRoof num ProSolar Ex . 2/ 15 ''-'-- ted 2 pc FastJack® * .* ttachment 5/16" Stainless Steel Lag Bolt and Flat Washer I I I i 'Laic tested shurtural attachments manufactured by Professional solar Products Roof irac 1, (including Fasdacko,UeTraca,and FoamJackw)can be imerrhangad with this system. '*Check span suitability with.AHJ as necessary Solar Modules Professional Solar Piocfuc(s RoofPac"'' Patent#6,360,49 1 Static load test Photovoltaic mounting sy,tem Page 3 of 3 RI 4